纸质出版:2017
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[1]张驰,许汉刚,陈国兴,朱姣,强梦芸.苏州深厚场地等效剪切波速与计算深度分析[J].防灾减灾工程学报,2017,37(05):718-724.
张驰, 许汉刚, 陈国兴, et al. Analysis of Equivalent Shear Wave Velocity and Its Calculation Depth of Deep Sediment Layers in Suzhou Region[J]. 2017, 37(5): 718-724.
[1]张驰,许汉刚,陈国兴,朱姣,强梦芸.苏州深厚场地等效剪切波速与计算深度分析[J].防灾减灾工程学报,2017,37(05):718-724. DOI: 10.13409/j.cnki.jdpme.2017.05.004.
张驰, 许汉刚, 陈国兴, et al. Analysis of Equivalent Shear Wave Velocity and Its Calculation Depth of Deep Sediment Layers in Suzhou Region[J]. 2017, 37(5): 718-724. DOI: 10.13409/j.cnki.jdpme.2017.05.004.
剪切波速是表征土体动力特性的重要参数
通常抗震规范将其作为场地分类的主要指标
但不同规范选取的计算深度有所差异。基于苏州研究区446个钻孔的波速实测资料
统计分析了相对于计算深度20m和30m的等效剪切波速vs
20和vs
30的相关性;依据中国规范、欧盟规范和美国规范给出的场地分类标准
比较了不同抗震规范下苏州研究区场地分类空间分布特征。结果表明:苏州研究区场地的vs
20和vs
30之间存在良好的线性关系
其线性回归分析的决定系数R2为0.888;中国规范和欧美规范给出的场地分类空间分布的差异性明显
中国规范的Ⅱ类场地分布于研究区西部局部区域、Ⅲ类场地分布于整个研究区、Ⅳ类场地呈零星分布;欧盟规范的CEU类和美国规范的DUS类场地分布于整个研究区
而欧盟规范的DEU类和美国规范的EUS类场地主要分布于与东西向呈23°夹角的一个狭长区带内。
Shear wave velocity is an important parameter for evaluating the dynamic behavior of soil.In seismic design codes
the equivalent shear wave velocity is used as the key indicator to classify sites.However
the different calculation depths were chosen in different seismic codes.The correlation of equivalent shear wave velocities v
s
20
and v
s
30
corresponding to the depths of 20 m and 30 mare statistically analyzed on the basis of the measured data of shear-wave velocity from 446 boreholes in Suzhou study region.According to the site category standards in the seismic codes of GB50011—2010
N
EHRP and Eurocode 8
the spatial distribution characteristics of site categories in Suzhou region are compared.The results exhibit a significant linear correlation between vs
20 and vs
30
and the corresponding determination coefficient R
2
is 0.888.There are significant difference in spatial distributions of site categories presented by the codes of GB50011—2010
NEHRP and Eurocode 8.Furthermore
the equivalent shear wave velocities corresponding to the different codes vary greatly.According to the seismic code of GB50011-2010
theⅡcategory site is distributed among the local part in the western area of Suzhou region
theⅢcategory site is spread over the entire Suzhou region
and the Ⅳ category site is scattered in Suzhou region.As a comparison
the DUScategory site given by NEHRP code and the CEUcategory given by Eurocode 8 are distributed throughout the whole area.While the EUScategory site for NEHRP code and DEUcategory site for Eurocode 8 are distributed mainly over a long and narrow zone with an angle of 23°to the east-west direction.
地震基岩面的选取对深厚场地地表地震动参数的影响 [J]. 朱姣,陈国兴,许汉刚. 岩土工程学报 . 2015(11)
苏州第四纪沉积物物理性质与地面沉降生命过程分析 [J]. 吴静红,周春慧,姜洪涛,苏晶文,姜月华,刘春,施斌. 岩土工程学报 . 2014(09)
福建沿海3个盆地的土层剪切波速与深度的统计关系 [J]. 董菲蕃,陈国兴,金丹丹. 岩土工程学报 . 2013(S2)
2011年日本东北地区太平洋近海地震地基液化灾害综述 [J]. 黄雨,于淼,BHATTACHARYA Subhamoy. 岩土工程学报 . 2013(05)
深厚软土地层地震破坏的作用机理研究 [J]. 许建聪,简文彬,尚岳全. 岩石力学与工程学报 . 2005(02)
场地分类和设计反应谱的特征周期——《建筑抗震设计规范》修订简介(八) [J]. 周锡元,樊水荣,苏经宇. 工程抗震 . 1999(04)
Determination of mean shear wave velocity to 30 m depth for site classification using shallow depth shear wave velocity profile in Korea [J] . Chang-Guk Sun. Soil Dynamics and Earthquake Engineering . 2015
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